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ARCHIVED REPORTS XR0003991
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544962
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ARCHIVED REPORTS XR0003991
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Last modified
11/6/2019 10:09:14 AM
Creation date
11/6/2019 9:45:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003991
RECORD_ID
PR0544962
PE
3528
FACILITY_ID
FA0003651
FACILITY_NAME
ARTS & ARTISTS
STREET_NUMBER
204
Direction
E
STREET_NAME
LODI
STREET_TYPE
AVE
City
LODI
Zip
95240
APN
04719102
CURRENT_STATUS
02
SITE_LOCATION
204 E LODI AVE
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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' 05 May 1997 <br /> AGE-NC Project No 95-0112 <br /> Page 9 of 14 <br /> ' 45 WELL SURVEY <br /> A list of municipal wells within Lodi was obtained from the City of Lodi Public Works Department <br />' The location of these wells was then plotted relative to the subject property The locations of all <br /> municipal wells within 2,000 feet of the site were plotted <br /> Municipal well No 01 was located approximately 350 feet east of the site This well was abandoned <br /> prior to June 1992 Well No 03 is located approximately 1,500 feet west of the site, and is listed as <br /> "Off Line" Well No 04 is located approximately 2,000 feet north of the site and is also listed as <br />' "Off Line" No other municipal wells are listed within 2,000 feet of the subject property The nearest <br /> down-gradient municipal well is No 06R, located approximately 3,500 feet south of the site in <br />' Blakely Park <br />' 5 0 MASS CALCULATIONS AND MODELING <br /> 5 1 PETROLEUM HYDROCARBONS IMPACTED SOIL <br /> 1 The estimated mass of petroleum hydrocarbons in soil beneath the former UST location was <br /> calculated from data collected prior to and after remediation Cross section A-A' was plotted from <br />' near MW-5, southwest of the fonner UST location, to near MW-4, toward the northeast (Figure 2) <br /> A generalized strabgraphic cross section was constructed using data from all borings advanced near <br /> the cross-sectional line Analytical results from soil samples collected prior to remediation were used <br />' to estimate the mass of hydrocarbons in soil before initiation of vapor extraction at the site (Figure <br /> 3) Analytical results of soil samples collected after remediation was initiated were used to estimate <br /> the mass of hydrocarbons remaining in soil at the site (Figure 4) <br /> 1 <br /> The plume was divided into sections based on analytical results of soil samples The soil volume and <br />' average TPH-g concentration for each section were then estimated A soil density of l 83 grams per <br /> cubic centimeter or 1399 kilograins per cubic yard of soil was used in calculations (see section <br /> 3 3 3 ) The total mass of hydrocarbons was calculated by adding the calculated mass from each <br /> section <br />' 5 1 1 PRE-REMEDIATION <br /> Prior to remediation, high concentrations of petroleum hydrocarbons were detected in soil samples <br />' collected from the full vertical extent of borings MWA and RW-1, located near the former UST <br /> location Low hydrocarbon concentrations were detected in samples collected from depths of 40 to <br /> 50 feet bsg in borings SWA and SW-2 Hydrocarbons were not detected in samples collected from <br />
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